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Specific Water Well Detail |
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| Location Info | |||
| Owner: Peters, Alan | Status: Constructed | ||
| Location: T5S, R8W, Sec. 34, NE NE SE NE | County: Jewell | ||
| Directions: 171 170 Rd., Jewell | |||
| Latitude: 39.5774589 | Longitude: -98.1954896 | Datum NAD 27 | |
| Latitude: 39.57747 | Longitude: -98.19582 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.57747 | GPS Longitude: -98.19582 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 30 ft. | Elevation: 1515 ft. | |
| Static Water Level: 6 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 15-Aug-2020 | Well Use: Other ( Control water in basement) | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Groundwater Development Company | License #: 961 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 6 ft. | ||
| Pump test data: Well water was 6 ft after 3 hours pumping 10 gpm | ||
| Bore hole diameter: 9 inches to 30 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 30 ft | |
| Casing height above land surface: 20 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 6 ft to 25 ft | |
| Gravel pack intervals | From: 6 ft to 30 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 6 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | soil | |
| From: 6 ft. to 12 ft. | sand and gravel | |
| From: 12 ft. to 30 ft. | clay | |